Plans 375 4th St 2011 Shed 0".
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PROJECT ANALYSIS
ACCESAORY BUILDING ADDITION
-1 (RG)
ZONING: RG
YARDS (SETBACKS);
BENNVTT 'RESIDENCE 20 FT. FRONT
FT. REAR
TH
5 FT. SIDE
375 4 STREET
10 FT. SIDE
ATLANTIC BT1.1dACHq FLORIDA
A BUILDING HEIGHT: 35 FT.
IMPERVIOUS SURFACE COVERAGE; 50
PARKING: 2 CARS
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]BULL JR - ARCHITECT SIT TS
GEORGE . E CONSTRUCTION REOVIRtMEN
THE OWNER IS THECONTRACTOR
1800 SEVILLA BOULEVARD9 SUITE3
FUSE CONTAINER—BKOUIRED
APPROVED RE
EWA,
ATLANTIC BEACH9 FLORIDA 32233 PORTABLE TOILED — NOT REQUIM
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jr I CONSTRUCTION PARKING NOT REQ
builtoo FAX: 904-247-2816
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TEI: 9"A-246-4469 - SILT FENCING — EXIST. 6 FlIgH SO jD_ WOOD EENCE
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"MOVAL OF EXISTING Tg"E N
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CODES & ORDINANCES
ELOPMENT CODE
ATLANTIC BEACH LAND DEV
DRAWING INDEX
E, RESIDENTIAL 20079 AMENDED
FLORIDA BUILDING COD
NATIONAL ELECTRIC CODE 2008
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DESIGN CRITE
SHEET 1 SITE �IPLAN STRUCTURA
WIND-BORN DEBRIS ZONE — 120 MPH WIND LOADING
FLOm-" PLAN
CATEGORY "C" IMPACT
JSQ. FT.
LIVE LOADS: WALLS 35 LBS
ELEVATIONS (41
/SQ. FT4
ROOF — 35 LBS.
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SITE . ALCULATIONS, UPLIFT 35 LBS./SQ- Fr.
FLOOR: 50 LBS. SQ. FT.
INFORMTION &Y w TRACTO
OWNERCO
PRODUCT APPROVAL
SHEET2 FOUNDATION PLAN
FRAMING PLANS
WALL SECTIONS
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CALCULATIONS
STRUCTURAL NOTES &
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Beach
Deparlinvent
This appmall vqrfts eomplience with applicable
zonirwg, Subfd1vislon and other local land
develicipiment%gulations, but does not constitute
SPPrcvsl for tithe Issuance of permits. Compliance
with Florida 01611ding Code and all other applicable
focat bum a
-ft Federal permitting requirements
must be ved%d 9 nature City of Adentic
Beach Buili
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STRUCTURAL NOTES AND
all PECIFICATIONS
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1. Codes: Florida Residential Code, ACT, ATICI, AWPA, APA (Latest
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Editions)
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Roof:35 PSF
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3. Wind Loads: (120 MPH9 Cakegory
A "C". Wind Debris Zone)
3% Basic Velocity Pressure:
35 PSF
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Uplift:
35 PSF
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4. Materials:
Concrete: (Normal Weight, .t8 Days)
T1
t Footings 3,000 PfS1
Reinforcing: # 5 Deforqued Bars
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5. Lumber: Florida B*tding Qode
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6. Plywood: 1/2 inch or 5/8 inclh thick, APA CD (Exterior Grade)
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Nails: 8D 6 inches on centers at edges and 12 inches on
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cen ers in e ie
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��, ��1, 11 :t i ill I J I I
lit pson %r approved equal, hot dipped
7. Framing anchors: Sim
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8. Allowable soil Bearing preswure: 2,000 PSF
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PlannIng no Deparhnii
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UPLIFT CONNECTORS ac Df
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sED SHOP
Roof-. 10 ft. X 2-ft X 35 lbs./sq. ft
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Top plate to stud: 10 ft. X 1.67 ft., X 35 lbs. q. ft. 585 lbs. 293 lbs./stud
S.
lb
Use: SP4 ea. stud 535 2
Fil
Stud to 2 X 8 band floor joist: 293 lbs./stud
Use: LSTA12 ea. stud 665 lbs.
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-Ac- Floor framing to footing: 6 ft. X 1-133 ft. 80 sq. ft.
bsJsq. ft.
Uplift load: 35 1
Dead Load; 20 lbsJsq- ft.
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Net.Uplift: 15lbs./sq. ft. X 80 sq. ft 1200 lbs.
Use LCB44 floor to footing 225S lbs.
44,X-4—
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4 x 4 Post: 5.5 fL X 6.5 ft. 36 sq, ft. X 35 lbs./sq ft. 1260 lbs.
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Use post to footing 225$ lbs.
Pit
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